PLANNING EVALUATION OF RIGID PAVEMENT’S THICKNESS ON INTERSECTION OF A ROAD SEGMENT OF SIKUI KM. 34 NATIONAL ROAD STA. 0+000 S/D 0+300 EAST BARITO DISTRICT

CERUCUK ◽  
2021 ◽  
Vol 5 (1) ◽  
pp. 1
Author(s):  
Agung Rubian Dwi Putra ◽  
Yasruddin Yasruddin
Keyword(s):  
The Other ◽  
Road Segment ◽  
Base Layer ◽  
Rigid Pavement ◽  
Central Kalimantan ◽  
Concrete Plate ◽  
Concrete Layer ◽  
National Highway ◽  
National Road ◽  
Pavement Thickness

East Barito is one district that has a variety of natural resources such as agriculture and mining, Sikui KM of National Highway 34 is one of the roads that used to be accessed by one party mobilization of existing mines in Central Kalimantan. But on the other hand, the national road Sikui KM 34 is also used for connecting roads between provinces or cities. Based on the above actual national roads not intended for large-laden vehicles.Path planning is aimed to obtain a rigid pavement thickness based on the Pavement Design Manual Nomor 02/M/BM/2017 which controlled by “Pedoman Perencanaan Perkerasan Jalan Beton Semen Pd T-14-2003” and calculating the budget plan on the intersection of a road segment of Sikui KM 34 national road, East Barito disctrict.On the planning of rigid pavement’s thickness by using “Manual Desain Perkerasan Jalan Nomor 02/M/BM/2017” it is found that the concrete plate layer = 28,5 cm; LMC base layer = 10 cm; drainage layer = 15 cm and by using  “Pedoman Perencanaan Perkerasan Jalan Beton Semen Pd T-14-2003” also found that the concrete plate layer = 21 cm; base layer = 15 cm. After that, on the existing condition obtained concrete plate layer = 30 cm; K-125 concrete layer = 10 cm. Then, it is found that the efficient pavement’s thickness which taken by using “Pedoman Perencanaan Perkerasan Jalan Beton Semen Pd T-14-2003” is more efficient rather than the existing condition. Moreover, this thesis also discusses the budget plan on the intersection of a road segment of Sikui Km. 34, East Barito district.

scholarly journals PERENCANAAN TEBAL PERKERASAN KAKU JALAN TEMBILAHAN – TERUSAN MAS

2021 ◽  
Vol 7 (2) ◽  
pp. 95-102
Author(s):  
Maya Sari ◽  
Jusatria Jusatria
Keyword(s):  
Concrete Slab ◽  
Base Layer ◽  
Quality Level ◽  
Rigid Pavement ◽  
Planning Stage ◽  
The Road ◽  
Final Project ◽  
Traffic Loads ◽  
Pavement Thickness ◽  
Method Analysis

Abstract Roads are one of the transportation infrastructure facilities that have an important role in supporting the smoothness of land transportation. In terms of infrastructure, the main connecting road must provide a quality level of service, this is influenced by the condition of the road structure, so road improvements are needed in terms of quality and quantity. The improvement of the Tembilahan - Terusan Mas road cannot be separated from the value of pavement thickness planning because the pavement thickness planning stage must consider economic factors, subgrade, traffic loads, road functions and other factors. The pavement thickness planning for Tembilahan - Terusan Mas road uses rigid pavement. This planning analysis uses the Bina Marga method (component analysis method) because this method is considered quite widely used in pavement thickness planning such as conditions in Indonesia.Pavement thickness planning in this final project will discuss the value of rigid pavement thickness and cost budget using the Bina Marga method. Analysis of the rigid pavement design obtained that the thickness of the K-350 concrete slab is 20 cm, the K-125 concrete sub-base layer is 15 cm, with a budget of Rp. 25,035,692,000.00.   Abstrak Jalan merupakan salah satu sarana prasarana transportasi yang memiliki peranan penting dalam menunjang kelancaran transfortasi darat. Dalam sarana prasarana penghubung utama jalan harus memberikan tingkat pelayanan yang berkualitas, hal ini dipengaruhi oleh kondisi struktur jalan tersebut, maka dibutuhkan peningkatan jalan dari segi kualitas dan kuantitas. Peningkatan jalan Tembilahan - Terusan Mas tidak lepas dari nilai perencanaan tebal perkerasan karena tahap perencanaan tebal perkerasan harus mempertimbangkan faktor ekonomi, tanah dasar, beban lalu-lintas, fungsi jalan dan faktor-faktor lainnya. Perencanaan tebal perkerasan pada jalan Tembilahan - Terusan Mas menggunakan perkerasan kaku. Analisa perencanaan ini menggunakan metode Bina Marga (metode analisa komponen) karena metode ini dirasakan cukup banyak digunakan dalam perencanaan tebal perkerasan seperti kondisi di Indonesia. Perencanaan tebal perkerasan dalam tugas akhir ini akan dibahas nilai ketebalan perkerasan kaku dan anggaran biaya dengan menggunakan metode Bina Marga. Analisa dari perencanaan perkerasan kaku diperoleh tebal pelat beton K- 350 adalah 20 cm, lapisan pondasi bawah beton K-125 adalah 15 cm, dengan anggaran biaya sebesar Rp. 25.035.692.000,00.

scholarly journals AGROFORESTRI BERBASIS ROTAN TERHADAP SOSIAL EKONOMI MASYARAKAT DI BARITO SELATAN

2017 ◽  
Vol 4 (1) ◽  
pp. 93
Author(s):  
Johanna Maria Rotinsulu ◽  
Sosilawaty Sosilawaty ◽  
Yanarita Yanarita
Keyword(s):  
Random Sampling ◽  
Sampling Methods ◽  
Simple Random Sampling ◽  
The Other ◽  
Average Yield ◽  
Natural Conditions ◽  
Central Kalimantan ◽  
Economic Level ◽  
The Village ◽  
Society Research

South Barito is an area of rattan and rattan production center of the province of Central Kalimantan, on the other hand is one area that has natural conditions very conducive to the development of rattan. This study reveals how patterns in addition to planting and processing of rattan traditionally also analyze the socio-economic level of society. Research conducted in South Barito regency, District Karau in Two Villages is Bangkuang and New Salat. The village of the second sample is determined gardens and population are farmers who cultivate cane with sampling methods by simple random sampling, because the peasant population is homogeneous, the number of samples in each village 34 respondents or 68 farmers overall. The result showed that in general the rattan garden where the studies were not well-maintained, where the average of respondents (45%) said that maintenance is only performed at the time of going to the harvesting or one for rattan planting. Besides the low price of rattan is led to a reduction of land management / rattan gardens intensively. and production of rattan average yield of 2.6 tons ha-1 or 245.5 clumps of cane ha-1. For the villagers of business administration studies despite conditions that are considered less favorable, but they still look forward to the Government's policy to remain aligned to the Farmers Rattan. In addition, because cane is inherited and used as a hallmark of South Barito society in general.Barito Selatan merupakan daerah penghasil rotan dan sentra produksi rotan provinsi Kalimantan Tengah, selain itu merupakan salah satu wilayah yang memiliki kondisi alam yang sangat mendukung bagi perkembangan rotan. Penelitian ini selain untuk mengungkapkan bagaimana pola tanam dan pengolahan rotan secara tradisional juga  menganalisis tingkat sosial ekonomi masyarakat. Penelitian dilaksanakan di Kabupaten Barito Selatan, Kecamatan Karau di Dua Desa yaitu Bangkuang dan Salat Baru. Dari kedua Desa tersebut ditentukan kebun sampel dan populasi masyarakat  yaitu  petani yang mengusahakan rotan dengan metode pengambilan sampel secara simple random sampling, karena populasi petani bersifat homogen, jumlah sampel di masing-masing desa 34 responden atau keseluruhan 68 petani. Dari hasil penelitian diperoleh bahwa pada umumnya kebun rotan di tempat penelitian tersebut tidak terpelihara dengan baik, dimana rata-rata responden (45%) menyebutkan bahwa pemeliharaan hanya dilakukan pada saat akan dilakukan pemanenan atau satu kali selama rotan itu di tanam. Selain itu rendahnya  harga  rotan  sangat  berdampak pada berkurangnya pengelolaan lahan/kebun rotan secara intensif. dan hasil produksi rotan rata-rata diperoleh 2,6 ton ha-1 atau 245,5 rumpun rotan ha-1. Bagi masyarakat Desa studi walaupun kondisi tataniaga yang dianggap kurang menguntungkan, namun mereka masih berharap kebijakan Pemerintah tetap berpihak kepada Petani Rotan. Di samping itu  karena pada umumnya rotan merupakan warisan dan digunakan sebagai ciri khas masyarakat Barito Selatan.

scholarly journals STUDI EVALUASI TEBAL PERKERASAN KAKU PADA RUAS JALAN DRADAH – KEDUNGPRING MENGUNAKAN METODE BINA MARGA 2002

UKaRsT ◽  
2018 ◽  
Vol 2 (2) ◽  
pp. 7
Author(s):  
Nur Azizah Affandi ◽  
Rasio Hepiyanto
Keyword(s):  
Load Condition ◽  
Public Works ◽  
Natural Factor ◽  
Rigid Pavement ◽  
The Road ◽  
Final Project ◽  
Vehicle Load ◽  
Road Planning ◽  
Using Data ◽  
Pavement Thickness

Damage to the dradah-kedungpring road is not only caused by the amount (volume) of the vehicle that exceed the capacity of the road, but in it is also related to various factors namely human factor and natural factor. Overload is a vehicle's axle load condition exceeding the standard load used on the pavement design assumption or the number of operational paths before the age of the plan is reached, or often referred to as premature deterioration.The method of rigid pavement road planning which is made by Depaterment of Public Works that is Bina Marga method cannot be applied in standard planning in the field implementation maximally so that it has weakness which resulted in the early damage on the highway before the achievement of plan age In this final project will produce the planning of rigid Pavement Thickness on Dradah – Kedungpring road Using Bina Marga Method 2002 ", the thickness is produced calculation with actual vehicle load for traffic data in the calculation Thick pavement has been using data from the results of traffic surveys that exist.In the research that has been done on the thickness rigid pavement dradah-Kedungpring road obtained thickness of 24 cm is expected to provide a good service life in accordance with the expected age of the plan. Keywords: Pavement, LHR, CBR, Vehicle Overloading Expenses.

scholarly journals Behavior of reinforced concrete columns strenghtened by partial jacketing

2016 ◽  
Vol 9 (1) ◽  
pp. 1-21 ◽  
Author(s):  
D. B. FERREIRA ◽  
R. B. GOMES ◽  
A. L. CARVALHO ◽  
G. N. GUIMARÃES
Keyword(s):  
Reinforced Concrete ◽  
Cross Section ◽  
Rectangular Cross Section ◽  
Concrete Columns ◽  
The Other ◽  
Self Compacting Concrete ◽  
Reinforced Concrete Columns ◽  
Compressive Stresses ◽  
Concrete Layer ◽  
Ultimate Resistance

This article presents the study of reinforced concrete columns strengthened using a partial jacket consisting of a 35mm self-compacting concrete layer added to its most compressed face and tested in combined compression and uniaxial bending until rupture. Wedge bolt connectors were used to increase bond at the interface between the two concrete layers of different ages. Seven 2000 mm long columns were tested. Two columns were cast monolithically and named PO (original column) e PR (reference column). The other five columns were strengthened using a new 35 mm thick self-compacting concrete layer attached to the column face subjected to highest compressive stresses. Column PO had a 120mm by 250 mm rectangular cross section and other columns had a 155 mm by 250mm cross section after the strengthening procedure. Results show that the ultimate resistance of the strengthened columns was more than three times the ultimate resistance of the original column PO, indicating the effectiveness of the strengthening procedure. Detachment of the new concrete layer with concrete crushing and steel yielding occurred in the strengthened columns.

scholarly journals Evaluation of Strains at the Bottom of the Asphalt Base Layer of a Semi-Rigid Pavement Under a Class 6 Vehicle

2019 ◽  
Vol 271 ◽  
pp. 08008
Author(s):  
Mohsen Talebsafa ◽  
Stefan A. Romanoschi ◽  
Athanassios T. Papagiannakis ◽  
Constantin Popescu
Keyword(s):  
Finite Element ◽  
Longitudinal Direction ◽  
Element Model ◽  
Base Layer ◽  
Rigid Pavement ◽  
Finite Element Program ◽  
Element Program ◽  
Transverse Strains ◽  
Longitudinal Strains ◽  
Good Agreement

A newly constructed pavement on US-287 near Mansfield, TX was instrumented with gauges installed at the bottom of the asphalt concrete base layer to measure the longitudinal and transverse strains developed under a test vehicle. The finite element program Abaqus was used to compute the strains at the location of the gauges; they were found in good agreement with the measured strains. The research showed that the strains under the steering axle were of similar magnitude as the strains under the rear tandem axle. The measured transverse strains were in general slightly bigger than the corresponding longitudinal strains, while the finite element model computed higher strains in the longitudinal direction. These findings suggest the need to account for the strain responses from the steering axle of trucks and to account for both the longitudinal and the transverse strains when computing the fatigue damage induced by trucks.

scholarly journals GPR APPLIED TO RIGID PAVEMENT FROM SANTOS DUMONT AIRPORT, RJ

2014 ◽  
Vol 32 (2) ◽  
pp. 225
Author(s):  
Welitom Rodrigues Borges ◽  
Luís Anselmo Da Silva ◽  
Luciano Soares Da Cunha ◽  
Raimundo Mariano Gomes Castelo Branco ◽  
Márcio Muniz de Farias
Keyword(s):  
Electromagnetic Wave ◽  
Ground Penetrating Radar ◽  
Rio De Janeiro ◽  
Concrete Slab ◽  
Geophysical Investigation ◽  
Rigid Pavement ◽  
Ground Penetration Radar ◽  
Speed Of Propagation ◽  
Ground Penetrating ◽  
Pavement Thickness

ABSTRACT. This paper presents the results of a research performed by using Ground Penetration Radar (GPR) to evaluate the structure of the rigid pavement ofSantos Dumont Airport in Rio de Janeiro, Brazil. The GPR data profiles were acquired with 250 and 700 MHz shielded antennas. The geophysical investigation wasperformed along of 6 profiles, totaling 1432 meters of GPR sections. For calibration of the speed of propagation of electromagnetic wave were drilled three boreholesuntil the depth of 1.8 m. The results of GPR allowed the precise delineation of reflectors related to geotechnical interfaces (pavement thickness – concrete slab andmacadam) and geological (sand/embankment soil), showing the efficiency of this method in this case study.Keywords: GPR, concrete, rigid pavement, Santos Dumont Airport. RESUMO. Este trabalho apresenta o resultado de uma pesquisa desenvolvida usando Ground Penetrating Radar (GPR) para avaliar a estrutura do pavimento rígido do pátio de manobras de aeronaves do Aeroporto Santos Dumont, no Rio de Janeiro, Brasil. Para isso foram usadas antenas blindadas com frequências de250MHz e de 700 MHz. Os dados de GPR foram adquiridos no modo common offset , ao longo de 6 perfis que totalizam 1432 metros de investigação. Para a calibração da velocidade de propagação da onda eletromagnética foram executados três furos de sondagem até a profundidade de 1,8 m. Os resultados de GPR possibilitaram odelineamento preciso de refletores relacionados a interfaces geotécnicas (espessura do pavimento – revestimento de concreto e do macadame) e geológicas (areia/aterrocom entulho), mostrando a eficiência da aplicação deste método neste estudo de caso.Palavras-chave: GPR, concreto, pavimento rígido, Aeroporto Santos Dumont.

scholarly journals Perbandingan Analisa Perkerasan Metode Bina Marga Revisi Juni 2017 dan AASHTO 1993 (Studi Kasus pada Pekerjaan Rencana Preservasi Ruas Jalan Jatibarang-Langut TA 2017) (Hal. 60-71)

2018 ◽  
Vol 4 (3) ◽  
pp. 60
Author(s):  
Sony Sumarsono ◽  
Heru Judi H. Gultom
Keyword(s):  
Secondary Data ◽  
Primary Data ◽  
Falling Weight Deflectometer ◽  
Calculation Results ◽  
The One ◽  
Capacity Data ◽  
National Road ◽  
Aashto 1993 ◽  
Falling Weight ◽  
Pavement Thickness

ABSTRAKJalan raya merupakan salah satu prasarana transportasi di Indonesia yang sering digunakan untuk menunjang kegiatan perekonomian khususnya pada jalan nasional. Namun, seringkali di jalan nasional terdapat kerusakan-kerusakan pada perkerasan jalan yang membuat kenyamanan pengendara terganggu. Salah satu ruas jalan nasional tersebut adalah jalan Jatibarang-Langut yang berada di jalur Pantura Jawa Barat. Pengujian yang dilakukan untuk mengetahui penyebab kerusakan perkerasan jalan tersebut yaitu survei traffic counting dan pengujian lendutan dengan alat Falling Weight Deflectometer (FWD) yang dalam perencanaan perhitungan tebal perkerasan akan dibandingkan menggunakan metode Bina Marga Revisi Juni 2017 dan AASHTO 1993. Data sekunder yang diperlukan adalah data daya dukung tanah dasar. Data primer yang diperoleh yaitu volume lalu lintas dan pengujian lendutan. Hasil perhitungan modulus tanah dasar 34,34 MPa dan modulus perkerasan 1.806,80 MPa. Sedangkan hasil perhitungan tebal perkerasan dengan CESA metode Bina Marga Revisi Juni 2017 47,42 cm dan CESA AASHTO 1993 38,74 cm.Kata kunci: Jatibarang-Langut, survei traffic counting, Falling Weight Deflectometer (FWD), Bina Marga Revisi Juni 2017, AASHTO 1993. ABSTRACTThe highway is one of the transportastion infrastructure in Indonesia which is often used to support economy activities especially on national road. However, often on the national road there are damages on pavement that makes disturbed rider’s comfort. The one of the national road segment is road Jatibarang-Langut located on the path Pantura, west Java. The testing done determine the cause of the pavement damege is survey traffic counting and deflection testing with Falling Weight Deflectometer (FWD) in planning pavement thickness calculation will be compared by using Bina Marga method Revision June 2017 and AASHTO 1993. The secondary data required is ground carrying capacity data. The primary data required os traffic volume and deflection testing. The calculation results of the basic soil modulus 34,34 MPa and pavement modulus 1.806,80 MPa. While the results of pavement thickness calculation by CESA method Bina Marga Revision June 2017 47,42 cm dand CESA AASHTO 1993 38,74 cm.Keywords: Jatibarang-Langut, survey traffic counting, Falling Weight Deflectometer (FWD), Bina Marga Revision June 2017, AASHTO 1993.

scholarly journals EFFECT OF SOIL STRENGTHENING ON RIGID PAVEMENT THICKNESS

2018 ◽  
Vol 13 (46) ◽  
pp. 46-56
Author(s):  
Ibrahim Ramadan ◽  
Zainab Hussein ◽  
Omar Mohamady
Keyword(s):  
Rigid Pavement ◽  
Pavement Thickness

Static Contact Characteristics Analysis of Wide Base Tire against Hot Asphalt Pavement

2014 ◽  
Vol 587-589 ◽  
pp. 1228-1232
Author(s):  
Ren Zhi Wu ◽  
Wei Du ◽  
Lin Qiang Shao ◽  
Zhi Nan Mi
Keyword(s):  
Finite Element ◽  
Stress Distribution ◽  
Contact Area ◽  
Asphalt Pavement ◽  
The Other ◽  
Inflation Pressure ◽  
Rigid Pavement ◽  
Static Contact ◽  
Characteristics Analysis ◽  
Contact Models

In order to analyze mechanism of pneumatic tire rollers compacting against hot asphalt pavement, taking the process of wide base tire of rollers compacting against hot asphalt pavement as research object, the wide base tire is loaded up with inflation pressure and axial force to study the contact characteristics. Two finite element contact models are established by ANSYS, one of which is for the contact of wide base tire against rigid pavement, and the other is for the contact of wide base tire against hot asphalt pavement. The static contact characteristics of wide base tire against hot asphalt pavement are achieved though FEA method, including whole deformation of tire, formation variation of contact patch, and stress distribution of contact area.

Study on Vehicle Speed in Pore Water Pressure of Rigid Pavement Base Using Poro-Elasticity

2012 ◽  
Vol 178-181 ◽  
pp. 2615-2618 ◽  
Author(s):  
Hai Bin Li ◽  
Yan Ping Sheng
Keyword(s):  
Pore Water ◽  
Pore Water Pressure ◽  
Water Pressure ◽  
Base Material ◽  
Concrete Surface ◽  
Base Layer ◽  
External Loading ◽  
Vehicle Speed ◽  
Cement Concrete ◽  
Rigid Pavement

Water in pavement is a major contributor to pavement failure. Fine aggregates are pumped out near the joint of rigid pavement and cause the erosion of the base layer. In order to analyze the phenomenon, a two dimensional model using Finite Element Method (FEM) and Porous elasticity theory is developed to calculate the pore water pressure development in the base layer underneath joints. The model contains three parts, two cement concrete surface plates separated by a joint gap and a base layer with relatively small stiffness and large permeability. The constitutive behavior of porous medium material used in the model is introduced. Nodes along the depth direction of the base layer underneath the joint are analyzed to investigate the erosion of the base. Distributed loading is applied at the part area near the joint to simulate vehicle passing through the rigid pavement surface. Excess pore water pressure along the depth caused by external loading are calculated. The influence of vehicle speed on the base material is analyzed by adding a tire contacting with surface of the cement concrete. The results of the study show that vehicle speed does not only influence the magnitude but also the dissipation of the pore water pressure.

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